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Reclamation & Restoration Of Rain Damage At Sainj Market & Along Right Side Of Sainj Khad In Tehsil Sainj Distt. Kullu (Hp)( Sh:-C/O Retaining Wall With Skin Re-Inforcement At(Right Bank ) Rd 45 To 330 = 277 Rmtless -8.00 Mtr For Abutment Of Bridge)Estima, sainj-Himachal Pradesh

Irrigation And Public Health Department has published Reclamation & Restoration Of Rain Damage At Sainj Market & Along Right Side Of Sainj Khad In Tehsil Sainj Distt. Kullu (Hp)( Sh:-C/O Retaining Wall With Skin Re-Inforcement At(Right Bank ) Rd 45 To 330 = 277 Rmtless -8.00 Mtr For Abutment Of Bridge)Estima. Submission Date for this Tender is 14-03-2024. Bridge Work Tenders in sainj Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42766842
Reclamation & Restoration Of Rain Damage At Sainj Market & Along Right Side Of Sainj Khad In Tehsil Sainj Distt. Kullu (Hp)( Sh:-C/O Retaining Wall With Skin Re-Inforcement At(Right Bank ) Rd 45 To 330 = 277 Rmtless -8.00 Mtr For Abutment Of Bridge)Estima
Open Tender
Indian
Himachal Pradesh
sainj
14-03-2024

Tender Details

Reclamation & Restoration Of Rain Damage At Sainj Market & Along Right Side Of Sainj Khad In Tehsil Sainj Distt. Kullu ( Hp ) ( Sh:-C / O Retaining Wall With Skin Re-Inforcement At ( Right Bank ) Rd 45 To 330 = 277 Rmtless -8.00 Mtr For Abutment Of Bridge ) Estimated Cost :- 28806744 / - Earnest Money :- 320567 / - Time :- 6 Months

Key Value

Document Fees
INR 2500 /-
EMD
INR 320567.0 /-
Tender Value
INR 2.88 Crore /-

BOQ Items

Name of Work:-Reclamation & Restoration of rain damage at Sainj Market & along right side of Sainj Khad in Tehsil Sainj Distt. Kullu (HP)( SH:-C/O Retaining wall with skin re-inforcement at(Right Bank ) RD 45 to 330 = 277 RmtLess -8.00 Mtr for abutment of Bridge)Estimated Cost :- 28806744/- Earnest Money :- 320567/- Time :- 6 months
Sl. No. Item Description
1Earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas ( exceeding 30 cm in depth, 1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 mtrs and lift up to 1.5 mtrs., disposed earth to be levelled and neatly dressed complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
4Prov. Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in : I)Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses and the like :complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
5Providing Steel reinforcement for reinforced cement concrete work including straightening , cuttingbending placing in position and binding all completeupto plinth level . Mild steel and medium tensile steel bars complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:- 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
8Providing and fixing stone filling behind retaining walls in complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
9Providing and fixing 100 mm dia. PVC pipe arrangement in weep hole including PVC mesh in complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
10Dewartering through diesel pump of 5.0 HP including the cost of crew memebrs and other accessories etc. complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
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